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The Seismic Wave Equation

Chapter 3. The Seismic Wave Equation Using the stress and strain theory developed in the previous chapter, we now con- struct and solve the Seismic wave Equation for elastic wave propagation in a uniform whole space. We will show that two types of solutions are possible, corresponding to compressional (P ) and shear (S) waves, and we will derive the equations for their velocities that we presented in the last chapter. This will involve vector calculus and complex numbers; some of the mathematics is reviewed in Appendix 2. For simplicity, in this chapter we assume perfect elasticity with no energy loss in the Seismic waves from any intrinsic attenuation. Introduction: The Wave Equation To motivate our discussion, consider the one-dimensional wave Equation 2u 2. 2 u = c ( ). t2 x2. and its general solution u(x, t) = f (x ct), ( ).

seismology; such solutions provide the predicted ground motion at specific locations at some distance from the source and are commonly termed synthetic seismograms. If, on the other hand, we assume that the acceleration term in (3.8) is zero, the result is the static equilibrium equation ∂ jτ ij = −f i. (3.10)

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